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| Analyzed File | Mount_Legs v3_Mod v2 v90 |
| Version | Autodesk Fusion (2.0.20494) |
| Creation Date | 2024-10-28, 18:19:53 |
| Author | dulnethweerasinghe |
Report Properties
Title Studies Author dulnethweerasinghe
Simulation Model 1
Study Type Static Stress Last Modification Date 2024-10-28, 15:54:26
Contact Tolerance 0.05 mm Remove Rigid Body Modes No
Average Element Size (% of model size) Solids 3 Scale Mesh Size Per Part Yes Average Element Size (absolute value) - Element Order Parabolic Create Curved Mesh Elements Yes Max. Turn Angle on Curves (Deg.) 60 Max. Adjacent Mesh Size Ratio 1.5 Max. Aspect Ratio 8 Minimum Element Size (% of average size) 10
Number of Refinement Steps 2 Results Convergence Tolerance (%) 20 Portion of Elements to Refine (%) 10 Results for Baseline Accuracy von Mises Stress
Component Material Safety Factor Body2 Steel, Mild Yield Strength Indented Hex Flange Head Machine Screw ANSI B18.6.7M - M5x0.8 x 40 Steel Grade 2 Plain v1:1 Steel Grade 2, Plain Yield Strength Indented Hex Flange Head Machine Screw ANSI B18.6.7M - M5x0.8 x 40 Steel Grade 2 Plain v1:2 Steel Grade 2, Plain Yield Strength Indented Hex Flange Head Machine Screw ANSI B18.6.7M - M5x0.8 x 40 Steel Grade 2 Plain v1:3 Steel Grade 2, Plain Yield Strength Indented Hex Flange Head Machine Screw ANSI B18.6.7M - M5x0.8 x 40 Steel Grade 2 Plain v1:4 Steel Grade 2, Plain Yield Strength Hex Flange Nut ANSI B18.2.4.4M - M5 x 0.8 Steel Grade 2H Plain v1:1 Steel Grade 2H, Plain Yield Strength Hex Flange Nut ANSI B18.2.4.4M - M5 x 0.8 Steel Grade 2H Plain v1:2 Steel Grade 2H, Plain Yield Strength Hex Flange Nut ANSI B18.2.4.4M - M5 x 0.8 Steel Grade 2H Plain v1:3 Steel Grade 2H, Plain Yield Strength Hex Flange Nut ANSI B18.2.4.4M - M5 x 0.8 Steel Grade 2H Plain v1:4 Steel Grade 2H, Plain Yield Strength
Density 7.750E-06 kg / mm^3 Young's Modulus 210000.00 MPa Poisson's Ratio 0.30 Yield Strength 393.00 MPa Ultimate Tensile Strength 510.00 MPa Thermal Conductivity 0.056 W / (mm C) Thermal Expansion Coefficient 1.200E-05 / C Specific Heat 480.00 J / (kg C)
Density 7.750E-06 kg / mm^3 Young's Modulus 210000.00 MPa Poisson's Ratio 0.30 Yield Strength 393.00 MPa Ultimate Tensile Strength 510.00 MPa Thermal Conductivity 0.056 W / (mm C) Thermal Expansion Coefficient 1.200E-05 / C Specific Heat 480.00 J / (kg C)
Density 7.850E-06 kg / mm^3 Young's Modulus 220000.00 MPa Poisson's Ratio 0.275 Yield Strength 207.00 MPa Ultimate Tensile Strength 345.00 MPa Thermal Conductivity 0.045 W / (mm C) Thermal Expansion Coefficient 1.200E-05 / C Specific Heat 480.00 J / (kg C)
Type Nodes Elements Solids 302761 197002
Solve result of this load case is out of date.
Name Minimum Maximum Safety Factor Safety Factor (Per Body) 1.674 15.00 Stress von Mises 0.008 MPa 160.812 MPa 1st Principal -114.156 MPa 279.58 MPa 3rd Principal -276.36 MPa 117.339 MPa Normal XX -149.80 MPa 151.914 MPa Normal YY -132.084 MPa 129.455 MPa Normal ZZ -247.648 MPa 248.799 MPa Shear XY -32.218 MPa 40.054 MPa Shear YZ -51.571 MPa 50.26 MPa Shear ZX -49.581 MPa 52.30 MPa Displacement Total 0.00 mm 0.111 mm X -0.068 mm 0.068 mm Y -0.085 mm 0.085 mm Z -0.03 mm 0.028 mm Reaction Force Total 0.00 N 103.265 N X -94.468 N 78.006 N Y -39.401 N 40.345 N Z -36.878 N 35.935 N Strain Equivalent 0.00 0.001 1st Principal -1.090E-07 0.001 3rd Principal -0.001 0.00 Normal XX -5.521E-04 5.356E-04 Normal YY -2.763E-04 2.975E-04 Normal ZZ -8.019E-04 8.014E-04 Shear XY -3.734E-04 4.643E-04 Shear YZ -6.385E-04 6.223E-04 Shear ZX -6.139E-04 6.475E-04 Contact Pressure Total 0.00 MPa 256.672 MPa X -48.935 MPa 52.30 MPa Y -51.571 MPa 50.26 MPa Z -247.648 MPa 248.799 MPa Contact Force Total 0.00 N 45.381 N X -16.178 N 15.07 N Y -17.825 N 18.478 N Z -37.266 N 45.18 N
0.00
8.00
[MPa] 0.008
160.812
[MPa] -114.156
[MPa] -276.36
[mm] 0.00
Type Fixed Ux Fixed Uy Fixed Uz Fixed
Type Gravity Magnitude 9.807 m / s^2 X Value 0.00 m / s^2 Y Value 0.00 m / s^2 Z Value -9.807 m / s^2
Type Force Magnitude 10.00 N X Value 0.00 N Y Value 0.00 N Z Value -10.00 N Force Per Entity No
Name Minimum Maximum Safety Factor Safety Factor (Per Body) 1.674 15.00 Stress von Mises 0.008 MPa 160.812 MPa 1st Principal -114.156 MPa 279.58 MPa 3rd Principal -276.36 MPa 117.339 MPa Normal XX -149.80 MPa 151.914 MPa Normal YY -132.084 MPa 129.455 MPa Normal ZZ -247.648 MPa 248.799 MPa Shear XY -32.218 MPa 40.054 MPa Shear YZ -51.571 MPa 50.26 MPa Shear ZX -49.581 MPa 52.30 MPa Displacement Total 0.00 mm 0.111 mm X -0.068 mm 0.068 mm Y -0.085 mm 0.085 mm Z -0.03 mm 0.028 mm Reaction Force Total 0.00 N 103.265 N X -94.468 N 78.006 N Y -39.401 N 40.345 N Z -36.878 N 35.935 N Strain Equivalent 0.00 0.001 1st Principal -1.090E-07 0.001 3rd Principal -0.001 0.00 Normal XX -5.521E-04 5.356E-04 Normal YY -2.763E-04 2.975E-04 Normal ZZ -8.019E-04 8.014E-04 Shear XY -3.734E-04 4.643E-04 Shear YZ -6.385E-04 6.223E-04 Shear ZX -6.139E-04 6.475E-04 Contact Pressure Total 0.00 MPa 256.672 MPa X -48.935 MPa 52.30 MPa Y -51.571 MPa 50.26 MPa Z -247.648 MPa 248.799 MPa Contact Force Total 0.00 N 45.381 N X -16.178 N 15.07 N Y -17.825 N 18.478 N Z -37.266 N 45.18 N
0.00
[MPa] 0.008
[MPa] -114.156
[MPa] -276.36
[mm] 0.00
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